驻波作用下有限厚度海床动应力路径特性研究

周晓智; 陈育民; 刘汉龙

doi:10.11779/CJGE201805014

驻波作用下有限厚度海床动应力路径特性研究 English Version

周晓智^{1, 2},
陈育民^{1, 2},
刘汉龙^{1, 2, 3}

1. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京 210098;
2. 河海大学土木与交通学院,江苏南京 210098;
3. 重庆大学土木工程学院,重庆 400045

详细信息

作者简介:
周晓智(1991- ),博士研究生,主要从事土动力学与土工抗震方面的研究。E-mail: zhouxiaozhihhu@163.com。

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- 文章访问数: 309
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出版历程
- 修回日期: 2017-01-18
- 发布日期: 2018-05-24

Study on characteristics of dynamic stress path of finite-thickness seabed under standing waves

ZHOU Xiao-zhi^{1, 2},
CHEN Yu-min^{1, 2},
LIU Han-long^{1, 2, 3}

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
2. College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;
3. College of Civil Engineering, Chongqing 400045, China

摘要

摘要:
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- 驻波 /
- 有限厚度海床 /
- 动应力路径 /
- 非标准椭圆形
Abstract:
This page contains the following errors:
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- standing wave /
- finite-thickness seabed /
- dynamic stress path /
- non-standard ellipse

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参考文献(19)

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